萝卜岗场地层状顺向岩质边坡稳定性研究  

Luobugang Field of Layered Consequent Rock Rlope Rtability Rtudy

作　　者：梁宇[1] 

机构地区：[1]中国电建集团成都勘测设计研究院有限公司,四川省成都市610072

出　　处：《水电与抽水蓄能》2017年第2期116-122,共7页Hydropower and Pumped Storage

摘　　要：本文在了解国内外研究现状和收集前人研究成果的基础上,以汉源县萝卜岗场地层状顺向岩质边坡作为典型的研究素材,通过对萝卜岗顺向岩质边坡的变形破坏模式及机理研究,对场地进行稳定性分析评价,用于指导规划设计,切实解决具体工程问题。Based on the understanding of current research status at home and abroad, and the collection of predecessors＇ research results, with the typical research material of layered consequent rock slope of LuoBuGang field, this article carried out on the field stability analysis and evaluation by researching on the deformation failure mode and the mechanism of LuoBuGang consequent rock slope, in order to guide the planning and design in the future, and solve the specific engineering problems.

关 键 词：层状顺层岩质边坡 软弱夹层 工程地质特性 变形破坏模式 稳定性 

分 类 号：TV523[水利工程—水利水电工程]